Oedometer Testing at the Norwegian Geotechnical Institute

G Sandbaekken; T Berre; S Lacasse

doi:10.1520/STP34622S

SYMPOSIA PAPER Published: 01 January 1986

STP34622S

Oedometer Testing at the Norwegian Geotechnical Institute

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The paper describes the test equipment, the testing procedures, and the interpretation of the results from oedometer tests as practiced today by the Norwegian Geotechnical Institute. Both the incremental loading and the constant-rate-of-strain methods are used. The test procedures and the interpretation include steps to account for the effects of sample disturbance. A new method for determination of the coefficient of consolidation is presented.

Author Information

Sandbaekken, G

Norwegian Geotechnical Institute, Oslo, Norway

Berre, T

Norwegian Geotechnical Institute, Oslo, Norway

Lacasse, S

Norwegian Geotechnical Institute, Oslo, Norway

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Details

Developed by Committee: D18

Pages: 329–353

DOI: 10.1520/STP34622S

ISBN-EB: 978-0-8031-4962-5

ISBN-13: 978-0-8031-0446-4

Oedometer Testing at the Norwegian Geotechnical Institute

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